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HomeMy WebLinkAbout1700 PHINNEY'S LANE - Health 1700,Phinney's Lane Barnstable A = 276013 0 I� o a �1 ,r ° F o +� a ';i TOWN OF BARNSTABLE LOCATION t 7 ocp O4�-5 LN SEWAGE# -10(3 v I-)� VILLAGE ASSESSOR'S MAP.&PARCEL -01-1?j INSTALLER'S NAME&PHONE NO. Dof k5 A 54(aA.4 SEPTIC TANK CAPACITY IT,= /y cJ LEACHING FACILITY.(type) 9bo Sc.1l u CLrc%heT fl-10(size) ! _2X 2 i-X. L- NO.OF BEDROOMS 3 OWNER Ve,"O l i lj o PERMIT DATE: COMPLIANCE DATE: Separation Distance Between the: Maximum Adjusted Groundwater Table to the Bottom of Leaching Facility Feet Private Water Supply Well and Leaching Facility(If any wells exist ori` site or within 200 feet of leaching facility) Feet Edge of Wetland and Leaching Facility(If any wetlands exist within 300 feet of leaching facility) 1 Feet FURNISHED BY eI� �►5 )y✓GF�✓N ZoNT- - 3 lb V5 ovT'-Ml 0o _,16,"1 . =32;G. z�110,7 D A i m r No. 0D G — (3, Fee--;t/00)01" THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: % PUBLIC HEALTH DIVISION -TOWN OF BARNSTABLE, MASSACHUSETTS Yes Apphration for Disposal 6pstem Construction Permit Application for a Permit to Construct( ) Repair(/Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /10® )9R,move,,1S Lne Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 2 76 d-011 Ve4of v4o Inn's�taller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. 4 S _L/C — jjNcrc✓CNS Walks Type of Building: Dwelling .No.of Bedrooms 3 Lot Size 110,(,,'j® sq.ft. Garbage Grinder( ) Other Type of Building A -e— No.of Persons Showers( ) Cafeteria( ) Other Fixtures Design Flow(min.required) '4'3 c) gpd Design flow provided 31-7 '3 gpd Plan Date L��l �J'j Number of sheets Revision Date Title Size of Septic Tank /.S"C�Cj Type of S.A.S. j 6k4mkr j Description of Soil Nature of Repairs or Alterations(Answer when applicable) J"*t N CL ) Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. S' ed Date s Application Approved by Date Application Disapproved 154yoo. Date for the following reasons Permit No. 2013 /3,9 Date Issued No. e (38 Fee r © THE COMMONWEALTH OF MASSACHUSETTS Entered in computer: t PUBLIC HEALTH DIVISION = TOWN OF BARNSTABLE, MASSACHUSETTS Yes JtJYltation for Disposal Opstem ConstrUttlon permit Application for a Permit to Construct( ) Repair(,,,,,,Upgrade( ) Abandon( ) ❑Complete System ❑Individual Components Location Address or Lot No. /1pp J2A,v„ve,1S Liv Owner's Name,Address,and Tel.No. Assessor's Map/Parcel 9 7G —Q/1 Ve+c2( 1w p Innsttaller's Name,Address,and Tel.No. Designer's Name,Address,and Tel.No. IfOJS�GGj Q �(dWe.1 1Nt 5 013-1-ZU �NS�NCC�IFNS Walks Type of Building: . Dwelling No.of Bedrooms Lot Size �/0. G30 sq.ft. Garbage Grinder( ) Other Type of Building uus _ No.of Persons Showers( ) Cafeteria( ) k Other Fixtures `t Design Flow(min.required) ? :5 y gpd Design flow provided 3 S 7, 1 gpd Plan Date G/�,g �j.!f Number of sheets '_ Revision Date Title Size of Septic Tank /5to Type of S.A.S. Gy, „/ Description of Soil l Nature of Repairs or Alterations(Answer when applicable) L nS tT s®3-t N � Date last inspected: Agreement: The undersigned agrees to ensure the construction and maintenance of the afore described on-site sewage disposal system in accordance with the provisions of Title 5 of the Environmental Code and not to place the system in operation until a Certificate of Compliance has been issued by this Board of Health. Si ned Date Application Approved by [� Date Application Disapproved y j Date for the following reasons_ PermitiN Nd.,2�13—�l3 Date Issued ({ 12Z.I Zo 13 o' - --_--.- --_- --,--.- ,-------- ---,_--.:- ---- -- --- THE COMMONWEALTH OF MASSACHUSETTS BARNSTABLE,MASSACHUSETTS Certificate of Compliance THIS IS TO CERTIFY,that the On-site Sewage Disposal system Constructed( ) Repaired(Upgraded( ) Abandoned( at 1:2 Oh��T s e� I ,t/v; ,�1� has been constructed in accordance with the provisions of Title 5 and the for Disposal System Construction Permit No.7013— 13$ dated ZQ 13 Installer ,,,�,� ,� Desi er ` # WV e— bedrooms Approved design flow > : gpd The issuance of this permit shall not b const ed a guarantee that the system ill" n tion as designed:/ Date J Inspector / ��'(1�2(� �#j v If No. 70 I - I Fee'► THE COMMONWEALTH OF MASSACHUSETTS PUBLIC HEALTH DIVISION- BARNSTABLE,MASSACHUSETTS Disposal 6pstem DnstrUttion vermit Permission is hereby granted to Construct( ) Repair( Upgrade( ) Abandon( ) System located at 1 7(fo P NNrvh �/U �(��.� VP and as described in the above Application for Disposal System Construction Permit. The applicant recognized his/her duty to comply with Title 5 and the following local provisions or special conditions. 5 Provided:Construction must be completed within three years of the date of this permi Date L/17Z/zn,2i Approved by 07/18/2013 06:43 5084775313 ENGINEERING WDRKS PAGE 01 T Town of Barnstable Regulatory Services 4 Thomas F.Getfler,Dirertar ter. Public Health Division ' Thomas McKean,Director Zoo Main Street, Hyannis,MA 02601 Office: 508-862-4644 Fax: 50&790-6304 Date: - .j 7/ 13 Sewage Permit# Ameasor's Map/Par"I 2_7 b -*j t, ,1 Instg jler&Defter Certification Form Deaigner: +•,9 �.et1.',�3 W o r 4s� lr,c , Installer: DA Address: 11 W, C i tie1 Szd. Address: `30�z «2 -- on was issued a permit to install a (date) . (installer) septic system at_I �d P h ►' `.s Ln based on a design drawn by (a Tess) ?,tee vbLe V1 .I-z.C, dated 4— I F t (designer) I certify that the septic systems referenced above was installed substantially according to the design, which may include minor approved changes such as lateral relocation of the distribution box and/or septic tank. Stripout (if required) was inspected and the soils were found satisfactory. I certify that the septic system referenced above was installed with major changes (i.e. greater than 10' lateral relocation of the SAS or any vertical relocation of any component of the septic system) but in accordance with State& Local Regulations. Plan revision or certified as-built by designer to follow. Stripout(if required)wa ted and the soils were found satisfactory. IfA OF �- PETER T. McENTEE n er's igriatureCIVIL a A (Designers Signature) -7A-ffix Design ) PLEASE TO STABLE P HEAL IVISMm­ION. T CATE F CQ LIANC)E WILL NO BE ISSUE UNT B TIC F AS- BUILT CARD ARE RECEIVED BY THE BARNSTABLE PUBLIC HE,A TH DIVISION. THANK Y41�� q:wffr.e f0nW\dMPcm0tifi o0n ttn.a0 Town of Barnstable r# ' Department of Regulatory Services 9 Public Health Division Hate _ . sa39 �� 200 Main Street,Hyannis MA 02601 Date Scheduled U � Time d Fee r1. _ Soil Suitability.Assessment for Sewage Disposal Performed By: ...����✓ ! "(C k"e � #1SZ.Witnessed By: LOCATION& GENERAL INFORMATION Location Address O �h Owner's Name &?11.G( �tv°� me 17 © �n rey s (s;� I lYt S/4 Lv f'Q Address do)4 11-d 7% 7S0 y—_3 b 3 Z C �4 f A o e Assessor-'s Map/Parcel: 27(o—B J 3 Engineer's Nam �e �d c+ '1 NEW CONSTRUCTION REPAIR Telephone# —7 3 7 76 Land Use L,5 ctnA-« Slopes(4'0) ��" Surface Stones Distances from: Open Water Body 71J� ft Possible Wet Area.N/A ft Drinking Water Well ft Drainage Way /� —` ft Property Line " �' ft Other` ft SKETCH:(Street name,dimensions of lot,exact locations.of test holes&pert tests,locate wetlands in proximity to holes) 1 I, 2J V Parent material(geologic) Depth to Bedrock , y J Depth to Groundwater. Standing Water in Hole: ✓/�!� . Weeping from Pit Face 71� Estimated Seasonal High Groundwater DETERMINATION FOR SEASONAL HIGH WATER TABLE Method Used: Depth Observed standing in obs.hole: in, Depth to soil mottles:. Depth to weeping from side of obs.hole: in. Groundwater Adjustment ft. Index.Well.# Reading Date: Index Well level_.; AdJ,faetor--Ad;.Cwundjwawr-'sevei-„�_ ` PERCOLATION TEST gate„ , Thne,._v Observation _ t Hole# Time at 9" zF1q() d Depth of Perc Time at 6" Start Pre-soak Time @ �r:i Time(9"-6") , .+ End Pre-soak Rate Min Anch. Site Suitability Assessment: Site Passed ate_ Site Failed: Additional Testing Needed(Y/N) Original: Public Health Division Observation Hole Data To Be Completed on Back----------- ***If percolation test is to be conducted within 100' of wetland,you must first notify the. Barnstable Conservation Division at least one (1)week prior to beginning. Q:XSEPTICVERCFORM.DOC DEEP.OBSERVATION HOLE.LOG Depth from Soil Horizon Soil Texture .Soil Color Soil Other Surface(in.) (USDA) _(Munsell) Mottling (Structure,,Stones;Boulders. iteGravel) . f . 22-y z DEEP OBSERVATION HOLE LOG Hole# Z Depth from 1, Soil Horizon Soil Texture Soil Color Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency, Lc A . r`✓S t(3 �✓�`��� 21 Z CAS �cl Y2�/f Z-t L .S�►n 2-sY 4l4 DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color. Soil Other Surface(in.) (USDA) (Munsell) Mottling (Structure,Stones,Boulders. Consistency. G DEEP OBSERVATION HOLE LOG Hole# Depth from Soil Horizon Soil Texture Soil Color Soil Other Surface(ia.) (USDA) (Munsell) Mottling (Structure,:stones,Boulders. Consistency, Flood Insurance Rate Map: Above 500 year flood boundary No_ Yes 'Within 500 year boundary No Yes, - Within 100 year flood boundary No / Yes Depth of Naturally Occurring Pervious Material Does at least four feet of naturally occurring pervious material exist in all areas observed throughoutthe: area proposed for the soil absorption system? __1 . If not,what is the depth of naturally occurring per sous material'? _... _ Certitication t C�� I certify that on I (date)I have passed the soil evaluator examination approved by the Department of Environmental Protection and that the above analysis was performed by me consistent with . the required training,expertise and experience described in 310 CMR 15.017. Signature `�� 'Y"� Date Q\S.EPTlCVERCFORM.DOC i Town of Barnstable-. Barnstable Regulatory Services Department j ' MAM 16g9.�r Public Health DivisionRNFrAB ♦� 200 Main.Street,Hyannis MA 02601 2007 Office: 508-862-4644 Thomas F.Geiler,Director FAX: 508-790-6304 Thomas A.McKean,CHO CERTIFIED MAIL ,# 7012 1010 2834 5178 1846 v December 31, 2013 Mrs. Kathleen M. Watters c/o Bank of America,NA/Bank of NY, Mellon 7105 Corporate Drive Plano TX 75024-3632. RE: 1700 Phinney's Lane, Barnstable, MA ORDER TO COMPLY WITH STATE ENVIRONMENTAL CODE,TITLE 5 The septic system located at 1700 Phinney's_Lane, Barnstable,MA was last inspected* on 12/13/2012, by James D. Sears, a certified septic inspector for the Sate of ° Massachusetts. The inspection of the septic system showed that the system"Fails"-under the guidelines of the 1995 TITLE 5 (310 CMR 15.00) due-to=the following: System is in hydraulic failure. You are ordered to repair or replace the septic system within sixty(60) days from the date you receive this notification. Failure to repair/replace the septic system with the deadline period will result in future' enforcement action: r P OF THE BOARD OF HEALTH (Zomas McKean, R:S., CHO. Agent of the Board of Health - Q'.\SEPTIC\Letters Septic Inspection Failures or Future Eval\1700 Phinney's Ln,Dec.2012.doc P_ P Parcel Detail http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=21280 Logged In As: Parcel Detail Wednesday, December 26 2012 Parcel Lookup Parcellnfo Parcel ID 276-013 I DevelopooY LOT 1A Location 1700 PHINNEY'S LANE I Pri Frontage.43 Sec Road MIDCAPE HGHWY(WEST) RTE Front 6 I $ge'425 age village BARNSTABLE I Fire District BARNSTABLE Town sewer exists at this address No I Road index 1242 Interactive , Map Owner Info owner WATTERS, KATHLEEN M I Co-Owner %oBANK OF NY, MELLON I Streetl C/O BANK OF AMERICA, NA I Street2 7105 CORPORATE DRIVE City PLANO I State TX I Zip 75024-3632 Country l - Land Info Acres 0.93 use Single Fam MDL-01 ( zoning RG _ J Nghbd 0105 Topography Level I Road Paved I. utilities Public Water,Gas,Septic I. Location I Construction Info Building 1 of 1 Year Roof Ext 1964 : I Gable/Hip I Wood Shingle . Built - Struct Wall Living 816 I Roof Asph/F Gls/Cmp I AC None Area - Cover Type Style Ranch wall Drywall nt Be Rooms 3 Bedrooms Int Bath Model Residential I Floor Hardwood Rooms 1 Full I BnsE. q BMT.:. .V Grade Average Minus I Heat Elec Baseboard I Total 6 Rooms Type _ Rooms a Stories 1 Story ( 'Heat Electric Found- Typical I 34 Y- Fuel - ation YP Gross 1 Area632 Permit Histo rY , http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=21280 12/26/2012 Parcel Detail http://issgl2/intranet/propdata/ParcelDetail.aspx?ID=21280 IIissue Date Purpose IPermit# IAmount . I insp Date I Comments Visit History rv0 ate Who Purpose /28/20000 12:00:00 AM Paul Talbot Meas/Listed-Interior Access Sales History Line Sale Date Owner Book/Page Sale Price 1 4/6/2007 WATTERS, KATHLEEN M 21920/152 $1 2 9/30/1998 WATTERS, JOHN F& KATHLEEN M 11733/265 $1 3 4/15/1995 NORTON,JAMES TR 9646/122 $10 4 9/15/1983 WATTERS, JOHN F 3852/214 $45,000 5 5/14/2012 BANK OF NY, MELLON 26328/262 $166,500 Assessment History Save# Year Building Value XF Value OB Value Land Value Total Parcel Value 1 2012 $61,200 $21,900 $0 $123,100 $206,200 2 2011 $80,900 $5,000 $1,100 $123;100 $210,100 3 2010 $80,800 $5,000 $1,100 $123,100 $210,000 4 2009 $78,000 $5,000. $500 $154,400 $237,900 5 2008 $90,900 $5,000 $500 $161,000 $257,400 7 2007 $90,300 $5,000 $500 $161,000 $256,800 8 2006 $77,300 $5,000 $500 $175,000 $257,800 9 2005 $74,200 $4,900 $600 $159,100 $238,800 10 2004 $60,700 $4,900 $600 $119,300 $185,500 , 11 2003 $54,300 $4,900 $600 $73,300 $133,100 12 2002 $54,300 - $4,900 $600 $73,300 $133,.100 13 2001 $54,300 $4,900 '$600 $13,300 $133,100 14 2000 $42,800 $4,700 $0 $36,800 $84,300 15 1999 $42,800 $4,700 $0 $36,800 $84,300 16 1998 $42,800 $4,700 $0 $36,800 $84,300 17 1997 $53,800 _ $0 '` $0 $27,600 $81,400 18 1996 $53,800 $0 $0 $27,600 $81,400 19 1995 $53,800 $0 $0 $27,600 $81,400 20 1994 $52,400 $0 $0 .$33,100 $85,500 21 1993 $52,400 $0 1-0 $33,100 $8.5,500 22 1992 $59,800 $0 $0 $36,800 $96,600 23 1991 $54,300 $0 $0 $64,300 $118,600 24 1990 $54,300 $0 $0 $64,300 $118,600 25 1989 $54,300 $0 $0 $64,300 $118,600 26 1988 $37,200 $0 -$0 $21,600 $58,800 27 1987 $37,200 $0 $0 $21,600 $58,800 28 1986 $37,200 $0 $0 $21,6001 ,800 / Photos http:Hissgl2/intranet/propdata/Parcel Detail.aspx?ID=21280 12/26/2012 YYW (c al - KIP �76� 3 Commonwealth of Massachusetts Title .5 Official Inspection Form Subsurface Sewage Disposal stem Form-Not of for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owners Name information is required for every Barnstable MA 02630 12-13-12 page. Cityrrown State Zip Code Date of Inspection Inspection results must be submitted on this form. Inspection forms may not be altered in any way. Please see completeness checklist at the end of the form. tmporumt ng out f t". A. General Information hen filling out ,\```����uunur►rr�r On the co OF use only the tab 1. 90 key to move your Inspector. .`0•; •:yG cursor-do not James D Sears JA M ES R, use the return - key. Name of Inspector Ca ewide Enterprises, LLc �;•• o a :' pp Company Name ry'4i,F 5 �t3 .... ��`��• 153 Commercial St. ��prnurrnlm�tti����` Company Address rya Mashpee MA 02649 Cityfrown State Zip Code 508477-8877 S1623 Telephone Number License Number B. Certification I certify that I have personally inspected the sewage disposal system at this address and that the information reported below is true, accurate and complete as of the time of the inspection. The inspection was performed based on my training and experience in-the proper function and maintenance of on site sewage disposal systems. I am a DEP approved system inspector pursuant to Section 15,340 of Title 5(310 CMR 15.000). The system: ❑ Passes ❑ Conditionally Passes ® Fails ❑ Needs Further Evaluation by the Local Approving Authority 4l22 nspector's Signatu 12-13-12 Date The system inspector shall submit a copy of this inspection report to the Approving Authority(Board of Health or DEP)within 30 days of completing this inspection. If'the system is a shared system or has a design flow of 10,000 gpd or greater, the inspector and the system owner shall submit the report to the appropriate regional office of the DEP. The original should be sent to the system,owner and copies sent to the buyer, if applicable, and the approving authority. ""This report only describes conditions at the time of inspection and under the conditions of use at that time. This inspection does not address how the system will perform in the future under the same or different conditions of use. ISUIs•11,10 Subsurface Sewage Disposd System-Page,of 17 l Tllle 5 I Form[ Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1700 Phinne 's Lane Property Address Jack Creaven Owner Owner's Name information is required for every Barnstable MA 02630 12-13-12 page. Cityrrown State Zip Code Date of Inspection B..Certification (cont.) Inspection Summary: Check A,B,C,D or E!always complete all of Section D A) System Passes: ❑ I have not found any information which indicates that any of the failure criteria described in 310 CMR 15.303 or in 310 CMR 15.304 exist. Any failure criteria not evaluated are indicated below. Comments: B) System Conditionally Passes: ❑ One or more system components as described in the`Conditional Pass" section need to be replaced or repaired.The system, upon completion of the replacement or repair, as approved by the Board of Health, will pass. Check the box for"yes", "no"or"not determined*(Y, N, NO) for the following statements. If"not determined," please explain. The septic tank is metal and over 20 years old"or the septic tank(whether metal or not) is structurally unsound, exhibits substantial infiltration or exfiltration or tank failure is imminent. System will pass inspection if the existing tank is replaced with a complying septic tank as approved by the Board of Health. "A metal septic tank will pass inspection if it is structurally sound, not leaking and if a Certificate of Compliance indicating that the tank is less than 20 years old is available. ❑ Y ❑ N ❑ NO (Explain below): t5ins•11/1 o 'Tine 5 Official Inspection Form:Subsurface Sewage Disposal System•Page 2 of 17 Z-d e00:Z1• Zl•t1l• 094 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name information is required for every Barnstable MA 02630 12-13-12 page. Citylrown State Zip Code Date of Inspection B. Certification (cont.) B) System Conditionally Passes (cant.): ❑ Observation of sewage backup or break out or high static water level in the distribution box due to broken or obstructed pipe(s)or due to a broken, settled or uneven distribution box. System will pass inspection if(with approval of Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND (Explain below): ❑ distribution box is leveled or replaced ❑ Y ❑ N ❑ ND (Explain below): ❑ The system required pumping more than 4 times a year due to broken or obstructed pipe(s). The system will pass inspection if(with approval of the Board of Health): ❑ broken pipe(s)are replaced ❑ Y ❑ N ❑ ND(Explain below): ❑ obstruction is removed ❑ Y ❑ N ❑ ND(Explain below): C) Further Evaluation is Required by the Board of Health: ❑ Conditions exist which require further evaluation by the Board of Health in order to determine if the system is failing to protect public health, safety or the environment. 1. System will pass unless Board of Health determines in accordance with 310 CMR 15.303(1)(b)that the system is not functioning in a manner which will protect public health, safety and the environment: ❑ Cesspool or privy is within 50 feet of a surface water ❑ Cesspool or privy is within 50 feet of a bordering vegetated wetland or a salt marsh 15ins-11110 Tide 5 Official Inspection Form:Subsurface Sewage Disposal System-page 3 of 17 C'd 1300Z6 Z6IV6 080 Commonwealth of Massachusetts Title 5 Official Inspection Fora Subsurface Sewage Disposal System Form - Not for Voluntary Assessments 1700 Phinne 's Lane Property Address i Jack Creaven Owner Owner's Name information is required for every Barnstable MA 02630 12-13-12 page. City/rown State Zip Code Date of Inspection B. Certification (cont.) 2. System will fail unless the Board of Health (and Public Water Supplier,if any) determines that the system is functioning in'a manner that protects the public health, safety and environment: ❑ The system has a septic tank and soil absorption system (SAS)and the.SAS is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ The system has a septic tank and SAS and the SAS is within a Zone 1 of a public water supply. ❑ The system has a septic tank and SAS and the SAS is within 50 feet of a private water supply well. ❑ The system has a septic tank and SAS and the SAS is less than 100 feet but 50 feet or more from a private water supply wel I**. Method used to determine distance: "This system passes if the well water analysis, performed at a DEP certified laboratory,for fecal coliform bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis must be attached to this form. 3. Other: D) System Failure Criteria Applicable to All Systems: You must indicate"Yes"or"No"to each of the following for all inspections: Yes No ® ❑ Backup of sewage into facility or system component due to overloaded or clogged SAS or cesspool IA-, 7N£ P114ST ❑ ® Discharge or ponding of effluent to the surface of the ground or surface waters due to an overloaded or clogged SAS or cesspool " A ❑ ❑ Static liquid level in the distribution box above outlet invert due to an overloaded or clogged SAS or cesspool ® ❑ Liquid depth in cesspool is less than 6"below invert or available volume is less than %day flow r ti 7-J111 t5ms•11110 Title 5 Oftiai hspection Form:Subsurface Sewage Disposal System-Page 4 of 17 �'d e00 Z i, Z i, b l• 3e4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name information is required for every Barnstable MA 02630 12-13-12 page. City/Town State Zip Code Date of Inspection B. Certification (cont.) Yes No ❑ ® Required pumping more than 4 times in the last year NOT due to clogged or obstructed pipe(s). Number of times pumped: ❑ ® Any portion of the SAS,cesspool or privy is below high ground water elevation. ❑ Any portion of cesspool or privy is within 100 feet of a surface water supply or tributary to a surface water supply. ❑ ® Any portion of a cesspool or privy is within a Zone 1 of a public well. ❑ ® Any portion of a cesspool or privy is within 50 feet of a private water supply well. ❑ ® Any portion of a cesspool or privy is less than 100 feet but greater than 50 feet from a private water supply well with no acceptable water quality analysis. [This system passes N the well water analysis, performed at a DEP certified laboratory,for fecal coliforrh bacteria indicates absent and the presence of ammonia nitrogen and nitrate nitrogen is equal to or less than 5 ppm, provided that no other failure criteria are triggered. A copy of the analysis and chain of custody must be attached to this form.] ❑ ® The system is a cesspool serving a facility with a design How of 2000gpd- 10,0009pd. ® The system fails.I have determined that one or more of the above failure criteria exist as described in 310 CMR 15.303, therefore the system fails_The system owner should contact the Board of Health to determine what will be necessary to correct the failure. E( Large Systems: To be considered a large system the system must serve a facility with a design flow of 10,000 gpd to 15,000 gpd. For large systems, you must indicate either"yes"or"no"to each of the following, in addition to the questions in Section D. Yes No ❑ ❑ the system is within 400 feet of a surface drinking water supply ❑ ❑ the system is within 200 feet of a tributary to a surface drinking water supply ❑ ❑ the system is located in a nitrogen sensitive area(interim Wellhead Protection Area—IWPA) or a mapped Zone II of a public water supply well If you have answered "yes"to any question in Section E the system is considered a significant threat, or answered "yes*in Section D above the large system has failed. The owner or operator of any large system considered a significant threat under Section E or failed under Section D shall upgrade the system in accordance with 310 CMR 15.304.The system owner should contact the appropriate regional office of the Department t5ins•11I10 Title 5 Of9dal Inspection Form:Subsurface Sewage Disposal System.Page 5 of 17 5'd el•O:ZI• Z6 til• Dec] Commonwealth of Massachusetts Title 5 Official Inspection Form _ Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name information is required for every Barnstable MA 02630 12-13-12 Ci page. ty frown State Zip Code Date of Inspection C. Checklist Check if the following have been done. You must indicate"yes" or"no"as to each of the following: Yes No ❑ ® Pumping information was provided by the owner, occupant, or Board of Health Q ® Were any of the system components pumped out in the previous two weeks? Q Has the system received normal flows in the previous two week period? El ® Have large volumes of water been introduced to the system recently or as part of this inspection? Were as built plans of the system obtained and examined? (If they were not N A available note as N/A) ® ❑ Was the facility or dwelling inspected for signs of sewage back up? ® ❑ Was the site inspected for signs of break out? ® ❑ Were all system components, excluding the SAS, located on site? ® Q Were the septic tank manholes uncovered, opened, and the interior of the tank inspected for the condition of the baffles or tees, material of construction, dimensions, depth of liquid, depth of sludge and depth of scum? ® Was the facility owner(and occupants if different from owner) provided with information on the proper maintenance of subsurface sewage disposal systems? The size and location of the Soil Absorption System(SAS)on the site has been determined based on: ❑ ® Existing information. For example, a plan at the Board of Health. ® ❑ Determined in the field (if any of the failure criteria related to Part C is at issue approximation of distance is unacceptable) [310 CIVIR 15.302(5)] D. System Information Residential Flow Conditions: Number of bedrooms (design): NA Number of bedrooms(actual): 3 DESIGN flow based on 310 CMR 15.203 (for example: 110 gpd x#of bedrooms): 330 t5ins-11110 Tile 5 Orfdal I npedion Form:Subsurface Sewage Disposal Syslem-Page 6 of 17 9'd e10Z1• Z6 til oaa Commonwealth of Massachusetts Title 5 Official Inspection Form "s Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owners Name information is required for every Barnstable MA 02630 12-13-12 page. City/Town State Zip Code Date of Inspection D. System information Description: The system is two old block cesspool's Number of current residents: 0 Does residence have a garbage grinder? ❑ Yes ® No Is laundry on a separate sewage system? [if yes separate inspection required] ❑ Yes No Laundry system inspected? ❑ Yes ® No Seasonal use? ❑ Yes ® No Water meter readings, if available (last 2 years usage(gpd)): 2011-32,000Gals Detail: 2012-25,000Gals Sump pump? ❑ Yes ® No Last date of occupancy: NA Date CommerciaUlnclustrial Flow Conditions: Type of Establishment: Design flow(based on 310 CMR 15.203): Gallons per day(gpd) Basis of design flow (seats/personstsq.ft., etc.): Grease trap present? ❑ Yes ❑ No Industrial waste holding tank present? ❑ Yes ❑ No Non-sanitary waste discharged to the Title 5 system? ❑ Yes ❑ No Water meter readings, if available: t&ns-11110 Title 5 Official Inspection Form:Subsurface Sewage Disposal System-Page 7 of 17 L'd eLO:ZL ZL til•oea Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments . ' 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name information is Barnstable required for every MA 02630 12-13-12 page. cityrrown State Zip Code Date of Inspection D. System Information (cost.) Last date of occupancy/use: Date Other(describe below): General Information Pumping Records: Source of information: NA Was system pumped as part of the inspection? ❑ Yes ® No If yes, volume pumped: gallons How was quantity pumped determined? Reason for pumping: Type of System: ❑ Septic tank, distribution box, soil absorption system ® ✓nRIN cesspool ❑ Overflow cesspool ❑ Privy ❑ Shared system(yes or no) (if yes, attach previous inspection records, if any) ❑ Innovative/Altemative technology. Attach a copy of the current operation and maintenance contract(to be obtained from system owner)and a copy of latest inspection of the I/A system by system operator under contract ❑ Tight tank. Attach a copy of the DEP approval. ❑ Other(describe): 15ins-11110 Ule 5 official Inspection Forth Subsurface Sewage Disposal System-Page B o117 8'd eZ0:Z6 Zl til oa4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface _ace Sewage Disposal System Form Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name fn isregwfired or every. Barnstable MA 02630 12-13-12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Approximate age of all components, date installed(if known)and source of information: NA Were sewage odors detected when arriving at the site? ❑ Yes ® No Building Sewer(locate on site plan): Depth below grade: 451'feet Material of construction: ® cast iron ❑40 PVC ® other(explain): Distance from private water supply well or suction line: feet Comments (on condition of joints, venting,evidence of leakage, etc.): Pipeing from house cast iron and orange burge pipeing from main pool to over flow orange burge pipeing is comein a rt Septic Tank(locate on site plan): Depth below grade. feet Material of construction: ❑concrete ❑ metal 0 fiberglass ❑ polyethylene ❑other(explain) If tank is metal, list age: years Is age confirmed by a Certificate of Compliance?(attach a copy of certificate) ❑ Yes ❑ No Dimensions: Sludge depth: t5i rs•i 111 o Title 5 Official Inspection Form;Subsurface Sewage Disposal System•Page 9 of 17 6-d ezo:z 1, Z l ti l-0e4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form- Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name information is required for every Barnstable MA 02630 12-13-12 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Septic Tank(cont.) Distance from top of sludge to bottom of outlet tee or baffle — Scum thickness _..— Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle How were dimensions determined? Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Grease Trap(locate on site plan): Depth below grade: feet Material of construction: ❑concrete ❑ metal ❑ fiberglass ❑ polyethylene ❑other(explain): Dimensions: Scum thickness Distance from top of scum to top of outlet tee or baffle Distance from bottom of scum to bottom of outlet tee or baffle Date of last pumping: Date 15ins•1910 Title 5 Offitial Inspection Form.Subsurface Sewage Disposal System-Page 10 of 17 01,,d eZ0•ZL ZL t,L oea Commonwealth of Massachusetts U Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner owners Name information is Barnstable required for every MA 02630 12-13-12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cost.) Comments (on pumping recommendations, inlet and outlet tee or baffle condition, structural integrity, liquid levels as related to outlet invert, evidence of leakage, etc.): Tight or Holding Tank (tank must be pumped at time of inspection)(locate on site plan): Depth below grade: Material of construction: ❑concrete ❑ metal ❑fiberglass ❑ polyethylene ❑ other(explain): Dimensions: Capacity: gallons Design Flow: gallons per day Alarm present: ❑ Yes ❑ No Alarm level: Alarm in working order. ❑ Yes ❑ No Date of last pumping: Data Comments(condition of alarm and float switches, etc.): Attach copy of current pumping contract(required). Is copy attached? ❑ Yes ❑ No tsine-11110 Tine 5 Ofridal Inspection Forur Subsurface Sewage Disposal System•Page 11 of 17 l 6'd Pzo:z I• Z 6 V I. 080 Commonwealth of Massachusetts ?ME= Title 5 Official Inspection Form -; - f Subsurface Sewage Disposal System Form -Not for Voluntary Assessments h 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name information is required for every Barnstable MA 02630 12-13-12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Distribution Box(if present must be opened)(locate on site plan): Depth of liquid level above outlet invert Comments (note if box is level and distribution to outlets equal, any evidence of solids carryover, any evidence of leakage into or out of box, etc.): i Pump Chamber(locate on site plan): Pumps in working order ❑ Yes ❑ No Alarms in working order ❑ Yes ❑ No Comments (note condition of pump chamber, condition of pumps and appurtenances, etc.): Soil Absorption System(SAS) (locate on site plan, excavation not required): If SAS not located, explain why: tsins.11110 Title 5 Official in spection Form:Subsurface Sewage Disposal System•Page 72 of 17 Zi,,d a£&Zl, Zl•til• 080 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owners Name information is required for every Barnstable MA 02630 12-13-12 page. Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Type: ❑ leaching pits number ❑ leaching chambers number: ❑ leaching galleries number: ❑ leaching trenches number, length: ❑ leaching fields number, dimensions: ® overflow cesspool number 1 ❑ innovative/alternative system Type/name of technology: Comments (note condition of sail, signs of hydraulic failure, level of ponding, damp soil, condition of vegetation, etc.): Leching is a 6' block cesspool. Pool is 45"below grade w/cover at 6", 3'water in pool. Walls and inlet line show signs of being full in the past j",4iA cesspools (cesspool must be pumped as part of inspection) (locate on site plan): Number and configuration 1 Depth—top of liquid to inlet invert a.. Depth of solids layer 4" Depth of scum layer 2" Dimensions of cesspool 8' Materials of construction Block Indication of groundwater inflow ❑ Yes ® No 15ina•11l10 Title 5Official Inspection Form:Subsuttace Sewage Disposal System•Page 13 o117 £l'd a£OZI, ZI•til• 0e4 Commonwealth of Massachusetts Tithe 5 official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1700 Phinney's Lane _ Property Address Jack Creaven Owner Owners Narne information is required for every Barnstable MA 02630 12-13-12 page. Citgrrown State Zip Code Date of Inspection D. System Information (cons.) Comments(note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.)-. Main Pool 8'deep block, Pool at 35"wl cover at 16". No in or out tees. F water in pool, main pool has been full Privy(locate on site plan): Materials of construction: Dimensions Depth of solids Comments (note condition of soil, signs of hydraulic failure, level of ponding, condition of vegetation, etc.): t5ins•11110 Title 5 Ofidal 4.spection Form:Subsurface Sewage Disposal System-Page 14 of 17 d B tq EO ZI• ZI•�1, O2 4 Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form -Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name information is Barnstable required for every MA 02630 12-13-12 page. City/Town State Zip Code Date of Inspection D. System Information (cont.) Sketch Of Sewage Disposal System: Provide a view of the sewage disposal system, including ties to at least two permanent reference landmarks or benchmarks. Locate all wells within 100 feet. Locate where public water supply enters the building. Check one of the boxes below: ® hand-sketch in the area below ❑ drawing attached separately marn/ pool A- s- H I ' R A Oi t5ins•11110 Title 5 Official hispection Form:Subsurface Sewage Disposal systarn•Page 15 of 17 d B oa 91• �0•ZL Zl til• Q Commonwealth of Massachusetts Title 5 Official Inspection Form Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1700 Phinne 's Lane Property Address Jack Creaven Owner Owner's Name inforrnation is required for every Barnstable MA 02630 12-13-12 page" Cityrrown State Zip Code Date of Inspection D. System Information (cont.) Site Exam: ❑ Check Slope ❑ Surface water ❑ Check cellar ❑ Shallow wells Estimated depth to high ground water: 12'+ feet Please indicate all methods used to determine the high ground water elevation: ❑ Obtained from system design plans on record If checked, date of design plan reviewed: paw ® Observed site abutting grope observation hole within 150 feet of SAS) ❑ Checked with local Board of Health -explain_ ❑ Checked with local excavators, installers-(attach documentation) ❑ Accessed USGS database-explain: You must describe how you established the high ground water elevation: Lot high and abutting property 12'+ No G.W. Before filing this Inspection Report,please see Report Completeness Checklist on next page. t5ns•11110 Tille 5 Official Inspection Form Stbsurface Sewage Disposal System•Page 18 of 17 96'd sti0:Z6 Z6 1176 0e4 Commonwealth of Massachusetts _ Title 5 Official Inspection form =' Subsurface Sewage Disposal System Form-Not for Voluntary Assessments 1700 Phinney's Lane Property Address Jack Creaven Owner Owner's Name inforrnation is Barnstable required for every MA 02630 12-13-12 page. City,'rown State Zip Code Date of Inspection E. Report Completeness Checklist ® Inspection Summary:A, B, C, D, or E checked Inspection Summary D(System Failure Criteria Applicable to All Systems) completed ® System Information—Estimated depth to high groundwater ® Sketch of Sewage Disposal System either drawn on page 15 or attached in separate file I t t5ins-11110 Title 5 Official inspection Form:Subsurface Sewage Disposal Sysbarn-Page 17 o117 Ll'd etiO:Zl, Zl til 0e4 ,F F./ ` is : � �.. - _ �a,:' ,,,4• i�y x r _ - � Y ,. „* f S 13'48'50" W S"19'07'00" W 18.59 �\ wvLRoao \ _ \ V. ' * North \ \ r Q°. -- ----- � .-) , O O r ROUTE 6 - MID CAPE HWY LOT-1A _ N sH uxm h PARCEL. ID: 276-013 = LOCUS MAP - 40,630-S F.f" NOT TO SCALE °6--=- -- --- 8 z ` 100--' EXISTING CONTOUR x'.100:98. EXISTING SPOT GRADE , YgP\ -.O. W.H. OVERHEAD WIRES W - EXISTING WATER SERVICE -}p� - -- TEST PIT r� x 105.55 LEGEND -. v `�_\\ �! - �A ,� 'a. •fie +�-' +.. - � , a 71. P9 59 253 97.69 DEC ----}}---9iq__ x 97.36SP 97.32 -` �' - •_ EXISTING INSTALL CLEANOUT �- HOUSE �h (#1700)oD \ CD 9OD '6.65 SI_ff E,SEWER 10' EACH\ t } oo T.O.F,=9& / SIDE OF \WATER SERVICE EXISTING CESSPOOLS - \\ as Per inspection report) '4 x o. 9 9 - \ TO BE LOCATED; PUMPED, ;,.• ,: .., ,,..�: _ .�93.5 93.1•. ?592� .. .�_-_. •.'.` ,� '-� F - - kk 1LLE0 W6TH SAND�AND'-_ �. ABANDONED. PROPOSED w 191 x ,\p s3_ \ i . SEPTIC TANK _ 16+ o 0 0 3:1� oy \\' GENERAL NOTES: .. \ 1 r 1. ALL CHANGES TO THIS PLAN MUST BE APPROVED BY THE LOCAL . T� 1 92. o :\ # BOARD OF HEALTH AND THE �k� DESIGN'ENGINEER. r Ej l /. A.r \ "r,' 2. ALL'WORK AND''MATERIALS SHALL CONFORM TO THE REQUIREMENTS P ^ -OF'THE STATE ENVIRONMENTAL CODE, TITLE V,-AND ANY APPLICABLE 92.36 40.00� ,S, :LOCAL RULES AND REGULATIONS . E. 3. THE 'SEWAGE DISPOSAL' SYSTEM' SHALL NOT., BE BACKFILLED PRIOR C�VENT, 13 2�-1 ,�21 f • TO INSPECTION AND APPROVAL BY THE BOARD OF HEALTH AND THE 7 DESIGN. ENGINEER., " 92703 - `.. BENCHMARK "' `' 4•-ANY CONDITIONS ENCOUNTERED DURING CONSTRUCTION' DIFFERING k TOP OF CONC. BOUND FROM THOSE SHOWN HEREON SHALL `BE REPORTED TO THE DESIGN 296: ENGINEER BEFORE CONSTRUCTION CONTINUES. 91.99 o � x 9 � : EL.=92 36 (Assumed) ` 5. ALL, ELEVATIONS BASED }ON ASSUMED DATUM 915a pqp / $. THE'.DESIGN ENGINEER,IS NOT RESPONSIBLE FOR THE FAILURE OF DRIVEWAY 9176 ' +. - THE `.CONTRACTOR OR OWNER TO NOTIFY THE LOCAL-BOARD OF.-, - ` p, -'• •: I x 9a.a G ,, � '� HEALTH FOR :P OPER INS EC IONS' DURING CONOTRUCTION R P T t7. WATER*SUPPLY PROVIDED BY.TOWN WATER SERVICE.91.47 914B' I 8. THERE ARE NO WELLS`WITHIN 150'»OF THE PROPOSED S.A.S. 91.26 I Z 9. 'ALL'AREAS CLEARED FOR CONSTRUCTION SHALL BE RESTORED AS v `AGREED UPON BY-OWNER AND CONTRACTOR OR AS` OTHERWISE 9 N } PK E I_ N o DIRECTED:BY THE APPROVING,AUTHORITIES. 91 o ^' 10,. IT SHALL BE THE RESPONSIBILITY- OF THE CONTRACTOR TO VERIFY THE LOCATION_OF ALL--'UNDERGROUND UTILITIES, PRIOR TO 'BEGINNING 92.v 9oa1 OF„'fix CONSTRUCTION.`a_• PK`s40 :. 90.4 Q��� AS�gC 11. WHERE REQUIRED, CONTRACT OR ,SHALL REMOVE ALL UNSUITABLE 4`� tiG SOILS IN THE AREA BENEATH AND "FOR- 5' ;ON ALL,SIDES OF THE 89 g o ,. PETER.T. � S.A.S. AND 'REPLACE WITH SAND AS SPECIFIED IN 310 CMR 255(3), e9sii o MCENTEE 12.;AREAS REQUIRING STRIPOUT OF UNSUITABLE MATERIALS SHALL BE I . . CIVIL 0s4 4° No.135109 ;INSPECTED BY HEALTH DEPARTMENT PRIOR TO BACKFILL RE6i$TER\4 13.*THIS 'PLAN IS TO YBE 'USED FOR SEPTIC SYSTEM PURPOSES ONLY AND Q IS NOT TO BE CONSIDERED A `PROPERTY LINE SURVEY. >{ I 1 \ F SS E�� e6s� 86 s\ OWNER, OF RECORD,.,,. - (?7(''"� SMITH, ROGER A & MILDRED M 80 TANSY, CIRCLE. 139032 YOSTERVILLE,",MA 02655 \ \ ` g�/3�, , 8279 \ �Srr2-Zb t. . 8 ' PROPOSED SEPTIC.' SYSTEM UPGRADE PLAN 6U.3 1700' PHINNEY'S`` LANE, $ARNSTABtE, MA 42 90 Prepared 'for: D.A. Brown, Inc., P.O." Box 145, Centerville, MA 02632. y, =1 N�14' 2� '_E.­""'. Engineering by SCALE DRAWN JOB. NO.. Engineering Work-Inc. V=30' P.T.M. 123-13. E 6S8_r 76.52 12 West Crossfield Road, Forestdale, MA 02644 DATE CHECKED' SHEET NO. PHIIViVEY LAAE (508) 477-5313. 4/18/13 P.T.M. 1 of. 2 w NOTE: TO PREVENT BREAKOUT, THE PROPOSED FINISH GRADE SHALL NOT BE < EL-90.0 FOR A DISTANCE OF 15' AROUND THE SEPTIC TANK PERIMETER OF THE S.A.S. INSTALL RISERS & COVERS OVER INLET & PROPOSED D=BOX PROPOSED S.A.S. OUTLET AND SET TO 6" OF FINISH GRADE INSTALL RISER & COVER INSTALL RISER- & COVER OVER ONE CHAMBER (MIN.) AND T.O.F.=98.0t SET TO 6" OF GRADE SET TO 3' OF F.G. TO SERVE AS INSPECTION PORT F.G. EL.=95.Ot F.G. EL.=93.0t" -.� EXISTING /�F.G. .EL.=92.2t 7-F.G. EL'.=92.Ot L = 40' L = 2' L = 4' , ® S=1% (MIN.) : @'S=1% (MIN.) ® S=1% (MIN.) 2� LAYER OF 1 8 TO 1 4"SCH40 PVC 4"SCH40 'PVC 4"SCH40•PVC / ". /2" s" DOUBLE WASHED STONE �p-I Ba $ as (OR APPROVED FILTER FABRIC) INV.=90.10 14" s 24" aaaaaea ' - 48" LIQUID 1NV.=89.85 �' DEPTH aaaaaaa 3/4" TO 1-1/2` DOUBLE LEVEL 4' 5.2' 4' WASHED STONE INV.=89.77 GAS eA�t•E INV.=89.60 PROPOSED D—BOX EFFECTIVE WIDTH =_13.2' Am AM A H-20 RATED INV.=89.50 PROPOSED SEPTIC TANK(H-10) 2-500 GALLON LEACHING CHAMBERS SURROUNDED WITH STONE AS SHOWN CONTRACTOR. SHALL CONNECT TO EXISTING SUITABLE 4" C.I. OR SCH 40 PVC SEWER H-20 RATED , AT,'OR ABOVE, INV. EL.=94.95f TOP CONC. ELEV.=90.6f BREAKOUT ELEV.=90.00 INV. ELEV.=89.50 0 0 0a - NOTES: _ eases aaaBa 1) CONTRACTOR SHALL VERIFY ALL EXISTING PIPE' _„ ease aaaaa INVERTS, PRIOR TO INSTALLATION. BOTTOM ELEV.=87.50 4' 2 X 8.5=17.0' 4' 2) SEPTIC TANK & D-BOX SHALL"BE SET LEVEL & TRUE 4' OF NATURALLY OCCURRING EFFECTIVE LENGTH = 25.0' TO GRADE ON A MECHANICALLY COMPACTED 6" CRUSHED PERVIOUS MATERIAL` STONE BASE, AS SPECIFIED IN 310 CMR'15.221(2). 4' (MIN.) ABOVE G.W. LEACHING SYSTEM SECTION 3) INSTALL INLET & OUTLET TEES AS REQUIRED. BOTTOM"OF•TP, EL=82.2 4) CONTRACTOR SHALL INSTALL AN APPROVED EFFLUENT FILTER ON;THE OUTLET TEE. " SEPTIC SYSTEM PROFILE ' N.T.S. SOIL,.LOG SOIL EVALUATOR: PETER MCENTEE PE DATE: MARCH 14, 2013 (REF.#13,891) WITNESS: DONALD DESMARAIS R.S.HEALTH AGENT ELEv. T P—1 DEPTH ELEv. ' T P—2 DEPTH 92.2 - 0" 92.4 0" } DEC 90.8 A FILL 17" 91.1 A FILL' 16" LOAMY SAND LOAMY SAND " 10YR 4/2 10YR 4/2 '""^-,`"'-" .-�,._ .-�.-...-J._.�..,,,•R-".. - 90.4 B 22"- 90.6 B -_ 21 oU' LOAMY SAND LOAMY SAND PERC 28"/40" 10YR -5/8 10YR 5/8 #1700) 88J C 42" 88.9 C 42" T.O:F.=98.0 MED. SAND MED. SAND 2.5Y 6/6 2.5Y 6/6 N ry 82.2 120" 82.4 120" PERC RATE 5 MIN/IN. ("B HORIZON) t w I �o, t NO'GROUNDWATER ENCOUNTERED I 0 V1 A N. UE3 0 E0®®® I-13.2'-I a® a®®®® 37" �w ®® ®®®®® NZ ®® ®®®®® - S.A.S. LAYOUT 102" 4" KNOCKOUT DESIGN CRITERIA` 20" DIA. COVER NUMBER OF BEDROOMS: ~ 3 BEDROOMS' 4" KNOCKOUT / 4" KNOCKOUT 62" SOIL TEXTURAL CLASS: CLASS 1 DESIGN PERCOLATION RATE`. 5 MIN/IN , DAILY FLOW: 330 GPD 4" KNOCKOUT a DESIGN FLOW: 330 GPD GARBAGE GRINDER: NO 500 GALLON :CAPACITY, H-20 LOADING PROPOSED SEPTIC TANK: • 1500 GALLON CAPACITY,. CHAMBERS LEACHING AREA REQUIRED: (330 GPD) = 445.9 SF: .74 GPD/SF N.ts USE 2-500 GALLON LEACHING CHAMBERS IN SERIES ' PROPOSED SEPTIC' SYSTEM UPGRADE PLAN SURROUNDED BY DOUBLE WASHED STONE-ALL SIDES' � -� 7OO PHINNEY'S LANE, BARNSTABLE, `MA SIDEWALL AREA: 2(13.2' + 25.0') X 2 = 152.8 S.F. BOTTOM AREA: 13.2' x 25.0' = 330.0'S.F. - Prepared for: D.A. Brown, Inc.; P.O. Box 145, Centerville, MA 02632 b TOTAL AREA:................................................... .........: Engineering 482.8 S.F. 9� 9 Y: SCALE DRAWN JOB. NO. Engineering Works, Inc. N.T.S. P.T.M. 123-13 DESIGN FLOW PROVIDED: 0.74 GPD/SF(482.8 SF) = 357.3 GPD 12 West Crossfield Road, Forestdole, MA 02644 DATE CHECKED SHEET NO. (508) 477-5313 4/18/13 P.T.M. 2 of 2